HomeMy WebLinkAbout3853-114. MAIN LINE RCP DR
RE114FORCED MONOLIT141C
ARCH, SEE NOTE
SPUR
REINFORCING
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E BARS0 60 111 tS ,
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\�_CONCRETE
CRADLE,
265-0-14 +�
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973 mm I39'I 10 MM (7`1�
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PUBLIC WORK$ ASSOCIATION
SOUTHERN OU HERN CALIFORNIA CHAPTER
-PIPE TO PIPE M -Mc- MQMNUKL13%kstl0wmbwy MwE I WJUNTION STRURE I,�Tt�k'd
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�i'1,i"ID > 600 ITIM (24) OR OD > 1/2
MAIN
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skiEET I OFUSWffi SAFf6A__D SPECIF)CATiONS 509 PUOLIC WORKS GtNSTFUTCR
(Feta. 3/29,
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FiTHIS JUNCTION STRUCTURE SHALL Be
USED WHEN THE 01.1TS1iE DIAMCTER
OF THE LATERAL IS GREATER THAN IJc THE INSIDE DIAMETER O OF THE
MAIN LINE., SJR WHEN THE INSIDE DIAMETER B OF THE LATERAL 1S GREATER
THAN 600 mm (24-), B SHALL NOT EXCEED .75 D OR 975 mm (39*).
2> IF THE MAIM LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
0 SMALL REFER TO THE CLEAR $PAN OF T.He ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN TIME SAME
MANNER AS FOR A PIPE* A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH,.
�. STATIONS SHOWN
ON THE PROJECT DRAWINGS FOR LATERALS E LS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL, STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIKES
APPLY AT THE INTERSECTION OF TIME INSIDE WALL
THE CONNECTOR PIPE CENTER LINE. OF THE MAIN EINE WITH
4. VALI� FOR A s
O . B t O AND 0 SHALL BE SHOWN O N T H E PROJECT
�E DRAWINGS.
ELEVATION RAN
L? ELEVATION S SHALL BE SHOWN
NOTE 5. ONLY WHEN REQUIRED PER
5. ELEVATIONS O S R AND S NEED NOT BE SHOWN ON TH
IF THE INLET PIPE 15 TO ENTER THE MAIN E P ROJEGT DRAWINGS
b. LINE RADIALLY.
ELEVATION R
SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FLIT
OF AN INLET PIPE. FUTURE CONNECTION
C. ELEVATION 5 SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LIME OTHER
THAN
.
RADIALLY, INLET PIPESNALL SE LAIR ON A STRAIGHT
GRADE FROM ELEVATIONS TO THECATCH BASIN
OR GRADE BREAK IN LINE.
I;ix THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS 'OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF.
ANGLE A 1S GREATER
THAN. 45Q. . B IS LESS THANOR EQUAL
TO mm t24
y
AND THE OUTSIDE OF THE INLET RIPE IS LESS THAN
>5 01 OTHERWISE, STANDARD PLAN 340 SHALL BE USED
7. PJ'O MORE THAN ONE E OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
St THE OPENING FOR THE / A.L i
R sRECTANGULAR _
AI'4
.
f « NORMAL
TO THE PIPE SURFACE WITHOUT 4AMGING
THE REINFORCING
:
TRANSVERSE
�N
t� Vii'
ERS E IREII`IFQRCEMENT OF TIME MAIN LINE SHALL BE CUT AT T
CENTER OF THE OPENING AND BENT I HE
f ` INTO CI"IE TOP AND BOTTOM SLA
TIME SPUR,9. THE MAIN BS OF
LINE $HAL,,,L BE REINFORCED WI
TH A
Or
C R T -E CRADLE A
OLE
A)GENCASEME.T( S A PLICABLE)A CONCRETE
ENCASEMENT IS REQUIRED IF A
z
JOINT
IN THE
MAIN ! LINE FALLS WITHIN
T
HEMtI
I
L TS OF
THE CRADLE. THE
CONCRETE ENCASEMENT SHALL LEXTENDEhD BOO mm
(24
) ABOVE E TH E ;
TOP I
O T F
MAIN LINE AND TO THE LIMITS OF THE CRADLE/'+� 1s1E
.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET' MAY BE OMITTED.
10,
REINFORCING !N
G
STEELE
E
L SHALL CONFORM R
Y
i
O
ASTM
A 615M, `;
GRADE
s 300,
0
(ASTM
A� 61 .5,
��yg[p��y
). AND BE PLACED 40
ftlftl
(I 1/2") 2 )
AR
�„ FROM R
O
CONCRETE
-
CO
C
R T
E SUR
FA
C
.SUPLESs OTIERWIS y LIES T �OINTNOTLES
STFN J DISTANCE FROM
CENTER LINE WITH J� 70/IZ + 150 mm (6,).
IL FLOOR OF THE SPUN $HALLL. BE STEEL -TROWELED
THE SPUR, L.ED T O THE SPRING LINE OF
12. DIMENSIONS SH01N ON THIS PLAN FOR MIT S
E RIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL. VALUES, IF METRIC VALUES ARE. USED, ALL VALUES USED FOR
CONSTRUCTION SHALL. BE METRIC VALUES.
�t} t EXCEPT R INFO • I
ARS SIZES
E
1
0Lk ! S Iii
N
U IF
S MAY BE
SUBSTITUTED S T
FOR Y! f
,.
METRIC
AR
F ii E
rI I
UNI
MAUSED, ALL VALUES USED CORCONSTRUCTION
SHALL L.
N
BE ENGLISH U
O
E L S UNITS,
S.
AMERICAN UBLI
WORKS ASSOCIATION SOLIT .
(~iE# ISIA(„II iI IIIA
CHAPTER
T
.If bP{n+
JUNCTIO STRUCTURE PIPET !% ME -T
N Af
4" ).,OR D33-2
LETID Z 600 MM 1(941'
1
_
MAIN
E ID
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(Rev. 3129199)
ico
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BASIS OF BEARINGS:
p0
�F BaR
It $ 160
OWNER/DEVELOPER
cp
.9—
L1265
BEARINGS ARE BASED ON THE WESTERLY LINE OF
�M /0 {gr�rr(�.n
Centex Homes
U, T
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
IOM 0 460
Corona Pointe Court
Corona, CA 92879
c, E
AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED
SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDiNO MERIDIAN,
Ph: (951) 279-3000
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
?C TIE BARS
Fax: (951)
ni
Tf re
E AND F BAR $
279-2100
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I�4TN WAYS, TO USED
r.
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
10, 440
o
SEE NO TC 8 '
E
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
Mio
I-26 44 0
I7
a
Z
0
� STA. POINT
T O.
TWO
DAYS
WORKING
BEFORE
v
_o
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
-0
Gt)t1 ECTQR FlPE
��
YOU D I G
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
_
St? Min SEE NOTE
o
VA
U-
FOR 1
TOLL FREE
1-800-227-2600
IS`I MIN,
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
STA, POINT
B T
LATERAL
PAOMIA43ATEIO 9V 7STANDARD
pd
SEE NOTE
PLAN
-3p4 $iFl 140 amrin 061
TRANSITION STRUCTURE TNRE AN A8 P N
375 tm 13Q MM
4! O rim tI6`1 i3Ck �t17(rt 1 *I
92"� mrn 0141 Iia t�StC1 I *'
USE YT FSTAN AR7 SPECIFICATIONS S Ut PDiL G WORKS C�tSTR4�T(CN SHEETI OF
IDM 0 460
i� Q mm {��'1 1,40 crate
/pprq
�A
OC TIE BAR/�_
6 75 nun 1271 140
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+.:
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Y V�ns.
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70 FIR 1♦ ( I!
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17 qQ0 Y
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CLEV. R
M `i+S1
E BARS0 60 111 tS ,
0C
F BARS 16M (#5)
0 7
mI
� ) DC
\�_CONCRETE
CRADLE,
265-0-14 +�
' �J�"r�v"'tFQQo)t
SEE NOTE
973 mm I39'I 10 MM (7`1�
N
TIE BARS
J-
Ii oaf;
f ti
S
SECTION M -M
AMERICAN
M ....
PUBLIC WORK$ ASSOCIATION
SOUTHERN OU HERN CALIFORNIA CHAPTER
-PIPE TO PIPE M -Mc- MQMNUKL13%kstl0wmbwy MwE I WJUNTION STRURE I,�Tt�k'd
f� �
�w
AFi(�
�Ci
{�ts,, ���i N�� METf�1G
l.a
�i'1,i"ID > 600 ITIM (24) OR OD > 1/2
MAIN
D 331 -2
skiEET I OFUSWffi SAFf6A__D SPECIF)CATiONS 509 PUOLIC WORKS GtNSTFUTCR
(Feta. 3/29,
rn
r
V)
I
Lj
I
r
(
N
CO
r
^Q
LL
f
0
L
I
E
L
0
TE S-
FiTHIS JUNCTION STRUCTURE SHALL Be
USED WHEN THE 01.1TS1iE DIAMCTER
OF THE LATERAL IS GREATER THAN IJc THE INSIDE DIAMETER O OF THE
MAIN LINE., SJR WHEN THE INSIDE DIAMETER B OF THE LATERAL 1S GREATER
THAN 600 mm (24-), B SHALL NOT EXCEED .75 D OR 975 mm (39*).
2> IF THE MAIM LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
0 SMALL REFER TO THE CLEAR $PAN OF T.He ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN TIME SAME
MANNER AS FOR A PIPE* A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH,.
�. STATIONS SHOWN
ON THE PROJECT DRAWINGS FOR LATERALS E LS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL, STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIKES
APPLY AT THE INTERSECTION OF TIME INSIDE WALL
THE CONNECTOR PIPE CENTER LINE. OF THE MAIN EINE WITH
4. VALI� FOR A s
O . B t O AND 0 SHALL BE SHOWN O N T H E PROJECT
�E DRAWINGS.
ELEVATION RAN
L? ELEVATION S SHALL BE SHOWN
NOTE 5. ONLY WHEN REQUIRED PER
5. ELEVATIONS O S R AND S NEED NOT BE SHOWN ON TH
IF THE INLET PIPE 15 TO ENTER THE MAIN E P ROJEGT DRAWINGS
b. LINE RADIALLY.
ELEVATION R
SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FLIT
OF AN INLET PIPE. FUTURE CONNECTION
C. ELEVATION 5 SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LIME OTHER
THAN
.
RADIALLY, INLET PIPESNALL SE LAIR ON A STRAIGHT
GRADE FROM ELEVATIONS TO THECATCH BASIN
OR GRADE BREAK IN LINE.
I;ix THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS 'OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF.
ANGLE A 1S GREATER
THAN. 45Q. . B IS LESS THANOR EQUAL
TO mm t24
y
AND THE OUTSIDE OF THE INLET RIPE IS LESS THAN
>5 01 OTHERWISE, STANDARD PLAN 340 SHALL BE USED
7. PJ'O MORE THAN ONE E OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
St THE OPENING FOR THE / A.L i
R sRECTANGULAR _
AI'4
.
f « NORMAL
TO THE PIPE SURFACE WITHOUT 4AMGING
THE REINFORCING
:
TRANSVERSE
�N
t� Vii'
ERS E IREII`IFQRCEMENT OF TIME MAIN LINE SHALL BE CUT AT T
CENTER OF THE OPENING AND BENT I HE
f ` INTO CI"IE TOP AND BOTTOM SLA
TIME SPUR,9. THE MAIN BS OF
LINE $HAL,,,L BE REINFORCED WI
TH A
Or
C R T -E CRADLE A
OLE
A)GENCASEME.T( S A PLICABLE)A CONCRETE
ENCASEMENT IS REQUIRED IF A
z
JOINT
IN THE
MAIN ! LINE FALLS WITHIN
T
HEMtI
I
L TS OF
THE CRADLE. THE
CONCRETE ENCASEMENT SHALL LEXTENDEhD BOO mm
(24
) ABOVE E TH E ;
TOP I
O T F
MAIN LINE AND TO THE LIMITS OF THE CRADLE/'+� 1s1E
.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET' MAY BE OMITTED.
10,
REINFORCING !N
G
STEELE
E
L SHALL CONFORM R
Y
i
O
ASTM
A 615M, `;
GRADE
s 300,
0
(ASTM
A� 61 .5,
��yg[p��y
). AND BE PLACED 40
ftlftl
(I 1/2") 2 )
AR
�„ FROM R
O
CONCRETE
-
CO
C
R T
E SUR
FA
C
.SUPLESs OTIERWIS y LIES T �OINTNOTLES
STFN J DISTANCE FROM
CENTER LINE WITH J� 70/IZ + 150 mm (6,).
IL FLOOR OF THE SPUN $HALLL. BE STEEL -TROWELED
THE SPUR, L.ED T O THE SPRING LINE OF
12. DIMENSIONS SH01N ON THIS PLAN FOR MIT S
E RIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL. VALUES, IF METRIC VALUES ARE. USED, ALL VALUES USED FOR
CONSTRUCTION SHALL. BE METRIC VALUES.
�t} t EXCEPT R INFO • I
ARS SIZES
E
1
0Lk ! S Iii
N
U IF
S MAY BE
SUBSTITUTED S T
FOR Y! f
,.
METRIC
AR
F ii E
rI I
UNI
MAUSED, ALL VALUES USED CORCONSTRUCTION
SHALL L.
N
BE ENGLISH U
O
E L S UNITS,
S.
AMERICAN UBLI
WORKS ASSOCIATION SOLIT .
(~iE# ISIA(„II iI IIIA
CHAPTER
T
.If bP{n+
JUNCTIO STRUCTURE PIPET !% ME -T
N Af
4" ).,OR D33-2
LETID Z 600 MM 1(941'
1
_
MAIN
E ID
r
(Rev. 3129199)
ico
E
C
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
OWNER/DEVELOPER
cp
.9—
L1265
BEARINGS ARE BASED ON THE WESTERLY LINE OF
.- er
Centex Homes
U, T
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF ,a;,:=`
Corona Pointe Court
Corona, CA 92879
c, E
AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED
SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDiNO MERIDIAN,
Ph: (951) 279-3000
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66,
COUNTY OF SAN BERNARDINO.
Fax: (951)
ni
f-
279-2100
LUSIVE, IN THE OFFICE OF THE COUNTY RECORDER
N r�i OF SAN BERNARDINO COUNTY, BEING NORTH 0(730'24"
(0 WEST.
LO
�o
BENCH MARK:
Q
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
.- er
231
102 400
15 /
O
C%4
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
Q
€�6
f-
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jf35
�sr 4'
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
! I !y}
�l
,.
��y.i� ""1P
t"�' �'y
N
.. �� /.f 311
I�4TN WAYS, TO USED
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
10, 440
o
E
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
Mio
I-26 44 0
I7
a
Z
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
SWAYS,
(6D')
4R 14IQR I*
BEFORE
TWO
DAYS
WORKING
BEFORE
v
_o
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
�r
YOU DIG
��
YOU D I G
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
o
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE
1-800-227-2600
-'
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
lZECOIZO O2AWIA/G
I
SOIL ENGINEER c��'��, M ' T 0 RRF�.I
ALBUS-KEEFE and ASSOC., INC. CI
1011 N. Armando Street
Anaheim CA 92806 0. 6 068
Ph: (714) 630-1626
Fax: (714) 630-1916 EXP.OG �0
DATE I ENGR. I CITY I DATE
Il/i7/08
CIVI\.�
OF CA��F
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QRU:ESS/ONq�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIC M. TORREYSO m
66068 :;0CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING i No. 66068
06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�gTF clvi\-
OF C N\-1
EFFECT.
L
I. THE HORIZONTAL. ANGLE OF CONVERGENCE OR DIVERGENCE, 0 SHALL
NOT EXCEED 5° 4 5'
2. VALUES FOR At B, Ct D1, AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS L..EVATION R AND ELCVATION S ARE SHOWN WHEN
REQUIRED BNOTE Its.
3. FLOOR OF STRUCTURE SMALL. BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A WS M (A 615),
GRADE'5OO(40): AND $HAL.L TI* RPS► tNATE 40 Mm (I 1/2*) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (P3 OR 04 0 I8*) 00 OR LESS,
5, ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE,
6, TRANSITION STRUCTURE $11ALL BE Pt}tJRa,E{} IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE. STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR T O MEET ROP
SNDSk USING
FG 0 BA
,LONGITUDINAL AND BOTTOM REINFORCEMENT
IM EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8, EMBEDMENT PA
SI'-{LL.BE�AS SPECIFIED IN THE "ABLE, UNLESS.
OTHERWISE SHOWN ON THE PROJECT DRAWINOS.
9, WHEN THERE IS NO SPUR REQUIRED. A B B BARS SHALL BE OMITTED.
10, WHEN ELEVATION R AND ELEVATION S .ARE NOT SHOWN ON PROJECT
DRAWINGS. 1N . S. I NLET PIPEHA
S L.L ENTER MAIN LINE RADIALLY. WHEN
I iLE PIPE EN
T
ERS MAINLINE
T°
T
O H R E THAN RADIALLY,
ELEVATION
SHALL BE SHOWN 4N PROJECT DRAWINGS. ANIS INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION 'S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SFIALL BE SHOWN ON
PROJECT DR
AWINGS Q±LY WHEN
STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE
C
UCTI0NOF , INLETPIPE.
It. THE MAXIMUM
COVER
ABOVE
THIS S
TRLC
E $TALL B
E 7.5 m (254).
IF THECOVEREXG SS7.5 m (25t) ASPECIAL STRUCTURE
SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES, IF METRIC VAL:UE$ ARE USED, ALL
LL
VALUES USED FOR CONSTRUCTION SHALL TRUC TI
�
_
B E MET 1 C VALUES A U tiCP
REINFORCING ORCING BAR SIZES IN ENGLISH UNITS
MAY
BE SUBSTITUTED FOR
METRIC RIC BAR
SIZES, IF
ENO4 I{H UNITS TS A E
USED,L VALUES USED
FOR CONSTRUCTION SHALL BEENGLISH
�.. UN I `("
1
CITY OF FONTANAI CALIFORNIA
CAS
STORM DRAIN IMPROVEMENT PLANS
E N� I N E G DRAWN BY: SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STANDARD DETAILS DATE:
D.J.D. / O.S. _ JUNE 2005
PREPARE. BY: ARIC M. TORREYSON R.C.E. NO. 66068
EXP. D E: - 0-0 CHECKED BY: APP 0VED BY: DRAWING NO.:
Z
�(/� ZZ3853
�`�'� A.M.T. 7 71,
DATE: C Y EN EER R.C.E. 51152 DA E:
r.-rvSr
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t.
.- er
231
102 400
15 /
#fk
Q
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'� drr7�f
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I�4TN WAYS, TO USED
3000
10, 440
11
✓I3E
NTe1:1
Mio
I-26 44 0
I7
F,
SWAYS,
(6D')
4R 14IQR I*
3$00
1�2 0o
a 1/2
�r
�
N f, MAIN LIN
SECTION ISI ` N*—Nla
I C J CT D C N M M -Na
AMERICAN PUBLIC WASSOCIATION CALIFORNIA COIR IA {/}_
A T�
OH EI
PAOMIA43ATEIO 9V 7STANDARD
pd
TRANSITION STRUCTURE TNRE AN A8 P N
iWORKS 74;VJ fyJr
Og#IV42
METRIC
PIPE TO PIPE340-1
Rhe: few
USE YT FSTAN AR7 SPECIFICATIONS S Ut PDiL G WORKS C�tSTR4�T(CN SHEETI OF
I
SOIL ENGINEER c��'��, M ' T 0 RRF�.I
ALBUS-KEEFE and ASSOC., INC. CI
1011 N. Armando Street
Anaheim CA 92806 0. 6 068
Ph: (714) 630-1626
Fax: (714) 630-1916 EXP.OG �0
DATE I ENGR. I CITY I DATE
Il/i7/08
CIVI\.�
OF CA��F
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QRU:ESS/ONq�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIC M. TORREYSO m
66068 :;0CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING i No. 66068
06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�gTF clvi\-
OF C N\-1
EFFECT.
L
I. THE HORIZONTAL. ANGLE OF CONVERGENCE OR DIVERGENCE, 0 SHALL
NOT EXCEED 5° 4 5'
2. VALUES FOR At B, Ct D1, AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS L..EVATION R AND ELCVATION S ARE SHOWN WHEN
REQUIRED BNOTE Its.
3. FLOOR OF STRUCTURE SMALL. BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A WS M (A 615),
GRADE'5OO(40): AND $HAL.L TI* RPS► tNATE 40 Mm (I 1/2*) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (P3 OR 04 0 I8*) 00 OR LESS,
5, ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE,
6, TRANSITION STRUCTURE $11ALL BE Pt}tJRa,E{} IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE. STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR T O MEET ROP
SNDSk USING
FG 0 BA
,LONGITUDINAL AND BOTTOM REINFORCEMENT
IM EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8, EMBEDMENT PA
SI'-{LL.BE�AS SPECIFIED IN THE "ABLE, UNLESS.
OTHERWISE SHOWN ON THE PROJECT DRAWINOS.
9, WHEN THERE IS NO SPUR REQUIRED. A B B BARS SHALL BE OMITTED.
10, WHEN ELEVATION R AND ELEVATION S .ARE NOT SHOWN ON PROJECT
DRAWINGS. 1N . S. I NLET PIPEHA
S L.L ENTER MAIN LINE RADIALLY. WHEN
I iLE PIPE EN
T
ERS MAINLINE
T°
T
O H R E THAN RADIALLY,
ELEVATION
SHALL BE SHOWN 4N PROJECT DRAWINGS. ANIS INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION 'S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SFIALL BE SHOWN ON
PROJECT DR
AWINGS Q±LY WHEN
STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE
C
UCTI0NOF , INLETPIPE.
It. THE MAXIMUM
COVER
ABOVE
THIS S
TRLC
E $TALL B
E 7.5 m (254).
IF THECOVEREXG SS7.5 m (25t) ASPECIAL STRUCTURE
SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES, IF METRIC VAL:UE$ ARE USED, ALL
LL
VALUES USED FOR CONSTRUCTION SHALL TRUC TI
�
_
B E MET 1 C VALUES A U tiCP
REINFORCING ORCING BAR SIZES IN ENGLISH UNITS
MAY
BE SUBSTITUTED FOR
METRIC RIC BAR
SIZES, IF
ENO4 I{H UNITS TS A E
USED,L VALUES USED
FOR CONSTRUCTION SHALL BEENGLISH
�.. UN I `("
1
CITY OF FONTANAI CALIFORNIA
CAS
STORM DRAIN IMPROVEMENT PLANS
E N� I N E G DRAWN BY: SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STANDARD DETAILS DATE:
D.J.D. / O.S. _ JUNE 2005
PREPARE. BY: ARIC M. TORREYSON R.C.E. NO. 66068
EXP. D E: - 0-0 CHECKED BY: APP 0VED BY: DRAWING NO.:
Z
�(/� ZZ3853
�`�'� A.M.T. 7 71,
DATE: C Y EN EER R.C.E. 51152 DA E: